충격 감쇄용 신축이음관의 상수도 배관 적용을 위한 구조 안정성 해석
Analysis on Structural Stability for Applying Flexible Joint with Impact Damping to Pipe for Water Supply
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초록
The pipe for water supply is essential part among SOC (Social Overhead Capital) fields. Pipe for water supply is mainly damaged by deterioration of pipe, earthquake, ground sinking and so on. The leakage of water have been led to enormous economical loss in our country. The purpose of this study was to investigate the structural stability of flexible joint for relaxing impact due to earthquake and ground sinking. For this purpose, flexible joint was simulated using tensile load and internal pressure. As the results, flexible joint for structural stability was needed the tensile load of below 3 ton and internal pressure of below 60 kgf/cm2. However, it is considered that real flexible joint should be applied more high safety factor than that of simulation result because of combined stress.
Abstract
The pipe for water supply is essential part among SOC (Social Overhead Capital) fields. Pipe for water supply is mainly damaged by deterioration of pipe, earthquake, ground sinking and so on. The leakage of water have been led to enormous economical loss in our country. The purpose of this study was to investigate the structural stability of flexible joint for relaxing impact due to earthquake and ground sinking. For this purpose, flexible joint was simulated using tensile load and internal pressure. As the results, flexible joint for structural stability was needed the tensile load of below 3 ton and internal pressure of below 60 kgf/cm2. However, it is considered that real flexible joint should be applied more high safety factor than that of simulation result because of combined stress.
참고문헌 (7)
- W. H. Kang, "Business Performance on Increasing the Flow Rate and Direction for Advanced Operation of Local Waterworks", Journal of the Korean Society of Civil Engineers, 67(4), pp.32~35 (2019)
- T. Y. Kwak, "Policy Focus", Gyeongnam Development Institute, 1~44 (2013)
- 황재문, "Neuro Fuzzy와 WECR 기법에 의한 상수관망 누수예측", 한국지능시스템학회 논문지, 27(4), pp.349~356 (2017), 한국지능시스템학회
- J. H. Kim, "Development of PC and Web Based Management Systems for Optimal Operation of Waterworks Block and Leakage", Journal of the Environment, 9(1), pp.65~76 (2012)
- 김홍균, "기존 고속철도 터널의 지진취약도 함수 개발에 관한 연구", 한국지반환경공학회 논문집, 15(11), pp.67~75 (2014), 한국지반환경공학회[DOI]
- 김영진, "부산 및 인천항만 안벽구조물의 지진취약도 예측", 한국해안·해양공학회논문집, 25(6), pp.412~421 (2013), 한국해안,해양공학회[DOI]
- H. S. Kim, "Magazine of the SAREK", The Society of Air-Conditioning and Refrigeration Engineers of Korea, 47(12), pp.60~63 (2018)
